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0765 ATTUCKS LANE - Health
765 Attucks,;,Lane e�U §-e er Acctt#4070 Hyannis -- ---- - - — —--- ---- ----- - - --- - —— - :-- - --- _ , . , - _ 4 A = 295-013 o � o ° 0 1 e. ° ° ° ° ° TOWN OF BARNSM& LOCATION YJI A� —SEWAGE# VILLAGE: .- ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO:.. SEPTIC TANK CAPACITY i LEACHING FACILITY:(type) i NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY No. J Q THE.COMMONWEALTH OF MASSACHUSETTS Entered4 -11er: Yes r PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS c� 2ppYication for Misposar *pstem Construction i3ermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon?tL ❑Complete System ❑Individual Components Location Address or Lot No. d S t1c C.g Owner's Name,Address,and Tel.No. Assessbr's Map/Parcel O, 3 ' Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. K( OG.fLi Type of Building: ®� (16 Svl ((3 Dwelling No.o Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title � Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicab ) s Date last inspected: r- Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. igned � l l_G' •.. Date C Application Approved by Date Application Disapproved by Date for the following reasons Permit No. -� �r3�o'� Date Issued R 1 � No. "'� $ee ,_y� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes co ftpfication for disposal *pstem Construction Permit � Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon ) ❑Complete System ❑Individual Componer;jr Location Address or Lot No. b 5 �ks L�t1. Owner's Name,Address,and Tel.No. C Assessor's Map/Parcel A L4 0 /1)41 el 13 M Installer's Name,Address, and Tel.No. r� r � Designer's Name,Address,and Tel.No. Type of Building: �� a j�G �"� ((3 Dwelling, No..o,.Bedrooms t Lot Size sq.ft. Garbage Grinder( ) ZOther Type,of Building No'of Persons Showers( ) Cafeteria(.+) Other Fixtures Design Flow(min.required) gpd Design flow provided rf gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank• Type of S.A.S. Description of Soil t Nature of Repairs or Alterations(Answer when applicab)e) An O/, <,Zl1 /IV , r y 1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance'with the provisions1 le ,of Title 5 of the'Environmental Code and not to place,the system in operation until a Certificate of ` Compliance has been_'�issued by_this.Board08- Health. ,+� i . f Signed j C "' # Date ? Application Approved by - Date Application Disapproved by Date I' for the-following reasons _ f ` •� Permit No. 1(\.,-�-1 LJ—'` Date Issued � �, ,�- � •Im THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned // at�(� �/� �C'iC�/ r' (._C zf.O has been constructed in accordance f / with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer ra, Designer #bedrooms r V(,ll C.4V 0 W 6KI�i1151 Approved design flow gpd d The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector 1 No. OU THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit t .. Permission is hereby granted to Construct( ) Repair( ) Upgrade(( ) Abandon ) System located at / and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be leted within three years of the date of this permits Date /� l l�(y.� Approved by i� Item No. In the space below describe all violations checked Page'L of i ' FOOD ESTABLISHMEN INSPECTION REPORT r T •-a t yY J Establishment Name DatsZ AddressTlm ,,In Out Telephone TJ a of Establishment: rpose: t Food Service Owners Name Retail Food Routine Residential Kitchen Follow-up Person In Charge Mobile Unit Complaint Temporary Food Service Investigation Inspectors Name Caterer Other Based on an inspection today,the items checked b w indicate the violated provisions of 105 CMR 590.000. Each item is followed by the applicable section of the Massachus tts regulation. Non-critical violations are marked under column"N"and D critical violations are marked under column"C". Descriptions of each item appear on the back of this form. Each violation checked requires an explanation on the narrative page(s). This report serves as official notice of violated provisions and official notice to correct said violations. q t Food N C 'Sanitary Facilities N C WT. " 1. Food Supply .002 29. Water Source .015 `` 4 2. Food Containers 002pp 1 30. Sewage .016 = 4 31. Cross-Connections .017 4 Food Protection 4 32. Toilets/Handwashing .018&.019 - 4 3. PHF Temperatures .004 2 33. Insects/Rodents .021 ;F; 2 a 4. Facilities. Hot&Cold Storage 004 4 i 34. Plumbing .01 7 1 5. PHF Re-service 006 r' 35. Toilet Rooms 018 2 v 6. Spoiled/Damaged Foods .003 _ f36. Handwashing Areas .019 2 s 7. Food Protected .003 4137., Garbage/Refuse .020 2 8. Food Thermometers .004 2 38. Outside Disposal .020 1 9. Cross Contamination .005 2 39. Outer Openings .021 2 10. PHFs thawed.cooked&cooled .005 2 40. Pest icide/Rode nticide Application .021 1 11. Food Handling .005 2 12. Dispensing Utensils .006 1 Physical Facilities �+ 41. Floors .022 2 Personnel 42 Walls,Ceiling .022 2 13. Employee Infections .008�.4 41 Lighting .023 1 14. Employee Hygiene .009 4 44. Ventilation .024 2 15i. Employee Clothing .010 1 45. Dressing Rooms .025 1 Equipment&Utensils Other 16. Equipment/Utensil Clean& Sanitized .013 2 46. Toxics .026 4 17. Food Contact Surfaces .013 1.1 47. Premises .027 1 18. Non-Food Contact Surfaces .013 1 48. Living Areas .027 1 Discussion with Management 19. Food Contact Surfaces Clean .013 2 49. Linen .027 1 20. Non-Food Contact Surfaces Clean .013 11 50. Pets .027 1 21. Wiping Cloths .013 J1 51. Bulk Foods r .031 1 22. Dish/Warewashing Facilities .013 - 1 52. Salad Bars 032 Ej 1 23. Pre-Scraped,Soaked .013 1 24. Wash/Rinse Water .013 ,1 No.of 13 Critical Items Violated 25. Thermometers/Test Kits .013 1 These items require immediate attention. i 26. Equipment/Utensil Storage 014 1 27. Single Service Articles .014 -1 28. Single Service Re-Use .012Li 1 � Inspected _ - ceived by Full Item Descriptions , Food C1 Food Source, approved, wholesome • 2 Containers; properly,labelled r ' a Food Protection C3 Potentially hazardous foods at proper temperatures: 140OF or• above, *450F or below, OoF; rapid cooling of cooked foods within 4 hours C4 Facilities to maintain product temperature ' C5 Unwrapped and potentially hazardous foods not re-served f 6 Damaged,, spoiled, returned foods segregated 7 Food protected during storage, preparation, display, dispensing, service, transportation , 8 Thermometers provided, conspicuous, 'accurate r 9 No cross=contamination 10 Potentially hazardous foods properly thawed, cooked, and cooled , 11 Food handling minimized 12 Dispensing utensils stored Personnel I , C13 Employees with infections restricted r••� � C14 Hands,washed and clean; good hygienic practices 15 Clean clothes, hair restraints Equipsent & Utensils C16 Equipment, utensils sanitized (automatic;-and manual methods) ! " 17 Food. contact surfaces: design, constructed, installed, maintained, located ~ ' r18 Non-food contact surfaces: design, constructed, installed,. maintained, located 19 Food contact surfaces clean, free of all cleansers 20 Non-food contact surfaces clean, free of all' cleansers 21 Wiping cloths; clean, use restricted 22 Dish/Warewashing facilities: designed, constructed, maintained, installed, located, operated , 23 Pre-flushed,,scraped, soaked 24 Wash/Rinse water clean, temperature ' y 25 Accurate thermometers, chemical test kits provided; instructions posted 26 Storage; handling of clean equipment/utensils 27 Single service articles, storage, dispensing 28 No,re-use of single service articles F Sanitary Facilities C29 Water source; approved, hot&cold under pressure C30 Sewage and waste Hater disposal J- C31 No cross-connections, back siphonage, baekflow C32 Toilets &. Handwashing: number, accessible, design, installed C33` No insects or rodents; harborage prevented 34 Plumbing; installed, maintained 35 Toilet rooms enclosed, self-:closing doors, fixtures good repair, clean, signs 36 Handwashing areas supplied with soap and towel dispensers, proper waste receptacles 37 Garbage and refuse: containers covered, adequate number, insect/rodent resistant, frequency, ` clean 381 Outside area: dumpster covered, construction, clean 39 Outer openings protected 40' Pesticides and rodenticides, proper application Physical Facilities, 41 Floors constructed, maintained, clean r 42 Walls, ceiling, attached equipment; constructed, maintained, clean . 43. Lighting provided as required, fixtures shielded 44 Rooms and equipment vented as required r 45 Dressing, locker areas provided used, clean .Other C46 , Toxics properly stored, labelled, used 4 .47 Premises litter-free, unnecessary articles, cleaning maintenance equipment properly stored. Authorized personnel 48 Living/sleeping quarters and laundjtt_separate , 49 Linen properly stored 50 No pets or other live animals except guide dogs 51 Bulk foods stored, labelled, dispensed, 52 Salad bar operations prepared, refrigerated,-displayed, protected c TOWN OF BARNSTABLE OFFICE HOURS: oFt ro° 8:15 - 9:30 A.M. Item No. In the space below describe all violations checked Page-Lof .'� 12:45 2:00 P.M. BOARD OF HEALTH BA"MBUL: 367 MAIN STREET HYANNIS, MASS. 02601 790-6265 EXT.265, FOOD ESTABLISHMENT . INSPECTION REPORT r Establishment Name i'� Cr ,yam` Time: In Out Address Telephone 7 7 3 Type of Establishment: purpose. Food Service Owners Name Retail Food Routine Residential Kitchen Follow-up a, Complaint ` Person In Charge Mobile Unit Temporary Food Service InvestigationOther Inspectors Name Caterer Based on an inspection today,the items checked below indicate t e iolated provisions of 105 CMR 590.000. Each item is followed by the applicable section of the Massachusetts regulation. on-critical violations are marked under column'•N"and /� J- !i critical violations are marked under column"C". Descriptions.of each item appear on the back of this form. Each violation p checked requires an explanation on the narrative page(s). This report serves as official notice of violated provisions and official notice to correct said violations. Food /I N C Sanlbry Facilities N C WT. 1. Food Supply 002 1 29. Water Source .015 4 - 2. Food Containers .002� 30. Sewage .016 4 rl- 31. Cross-Connections .017 4 Food Protection 32. Toilets/Handwashing .018 8 .019 4 3. PHF Temperatures .004 .2 33_ Insects/Rodents .021 2 4. Facilities. Hot 8 Cold Storage .004 .-. 9 34. Plumbing p17 1 ` 5. PHF Re-service .006 4 35, Toilet Rooms .018 2 6. Spoiled/Damaged Foods .003 4 36. Handwashing Areas r- .0 19 2 7. Food Protected .003 37. Garbage/Refuse .020 2 8. Food Thermometers .004 2 3g. Outside Disposal 020 1 9. Cross Contamination .005 2 39. Outer Openings .021 2 t 10. PHFs thawed,cooked 8 cooled .005 2 40. Pesticide/Rodenticide Application .021H 1 11. Food Handling .005 2 12. Dispensing Utensils .006 1 Physical Facilities P • 41. Floors .022 2 Personnel 42. Walls,Ceiling r`. .022 2 13. Employee Infections .008 4 43. Lighting .023 1 14. Employee H Hygiene .009 4 Y9 44. Ventilation .024 2 15. Employee Clothing .010 1 45. Dressing Rooms .025 1 Equipment& Utensils Other 16. Equipment/Utensil Clean 8 Sanitized .013 2 46. Toxics .026 1 D 4 17. Food Contact Surfaces .013 1 47 Premises p027 1 18. Non-Food Contact Surfaces .013 1 48. Living Areas .027 1 19. Food Contact Surfaces Clean .013 2 49. Linen .027 1 Discussion with Management 20. Non-Food Contact Surfaces Clean .013 1 50. Pets 027 1 21. Wiping Cloths .013 1 51. Bulk Foods .031 1 22. Disli/Warewashing Facilities .013 1 52. Salad Bars .032 1 i 23. Pre-Scraped.Soaked .013 1 24 Wash/Rinse Water .013 1 No. of 13 Critical Items Violated _ 25. Thermometers/Test Kits .013 1 These items require immediate attention. 26. Equipment/Utensil Storage .014 1 27. Single Service Articles 014 1 z, 28. Single Service Re-Use .012 1 • Grease Trap: In Ground: In Line:P_Capacity: 4 CORE Seating: U Frozen Dessert Machines: � Pumped. Inspected b �► Received by 13 CRITICAL FOOD RANDLING VIOLATIONS Full Item Descriptions 1. Food from an unapproved or unknown source or food which is or may be Food- adulterated, contaminated or otherwise unfit for human consumption C1 Food Source, approved, wholesome is found in a food establishment. 2 Contatnera, properly labelled Food Protection 2. Potentially hazardous food that is held longer than necessary for c3 Potentially hazardous roods proper temperaturast 140°F or .bore. 450F or below, 0°F; rapid cooling of cooked foods within 4 hours preparation or service at a temperature which is greeter than 450 F a Facilities to maintain product temperature (=_70 C) (in the Case of cold food) or less than 1400 F (6000 (in C5 Unwrapped and potentially hazardous foods not re-served t�� CBS? of hnt f:=d) 6 Damaged, spoiled, returned roods segregated 7 Food protected during storage, preparation, d13PISYt dispensing, service, transportation 6 Thermometers provided, conspicuous, accurate 9 No cross-contamination 3. The food establishment's facilities are insufficient to maintain 10 Potentially hezardous foods properly thawed, cooked, and cooled product temperature. 11 Food handling minimized 12 Dispensing utensils stored 4. Potentially hazardous food or unwrapped food that has been served to Personnel C13 Employees with infections restricted customers is re—served unless such re—service is allowed under C14 Hansa washed and clean; good hygienic practices section 105 CMR 590.006(G). 15 clean cloches, hair restraints Equipment g Utensils 5. A person infected with a communicable disease that can be C16 Equipment, utensils sanitized (automatic and manudl methods) transmitted by food is working as a food handler in a food IT Food contact surfaces: design, constructed, Installed, maintained, located 18 Non-food contact surfacest design, constructed. Installed, maintained, located establishment. 19 Food contact surfaces clean, free of all cleansers 20 Non-rood contact surfaces clean, free of all cleansers 21 Wiping cloths; clean, use restricted 6. A person not practicing strict standards of cleanliness and personal 22 Dish/Warpwashing facilities: designed, constructed, maintained. Installed, located, hygiene which may result in the potential transmission of illness operated through food is employed in a food establishment. 23 Pre-flushed, scraped, soaked em g P Y 24 Mash/Rinse voter clean, temperature 25 Accurate thermometers, chemical test kits provided; instructions posted 7. Equipment, utensils and food—contact surfaces are not cleaned and 26 Storage, handling of es, s orage, di/utensils 27 Single service articles, storage, dispensing sanitized effectively and may contaminate food during preparation, 28 No re-use of single service articles storage or service. Sanitary Facilities C29 Water source; approved, hot&cold under pressure 8. Sewage or liquid waste is not disposed of in an approved and C30 Sewage one waste water diEnosal C31 No cross-connections, back slphonage, backflow sanitary manner, or the sewage or liquid waste contaminates or may C32 Toilets g Handwashingt number, accessible, design. Installed contaminate any food areas used to store or prepare food, or any C33 No Insects or rodents; harborage prevented 34 Plumbing; Installed, maintained areas frequented by customers or employees. 3s Toilet rooms enclosed, self-closing doors, fixtures good repair, clean, signs 36 Handwashing areas supplied with soap and towel dispenaers, proper waste receptacles 9. Toilets and facilities for washing hands are not provided, properly 3T Garbage and refuse: containers covered, adequate number, Snaeot/rodent raaiatant, frequency, g P + p P Y clean installed or designed, accessible or convenient. 3e outside area: dumpster covered, construction, clean 39 Outer openings protected 40 Pesticides and rodencicides, proper application 10. The supply of water is not from an approved source or is not under pressure and the food establishment does not. use . single service ' Physical rsoConst•. 111 Floors constructed, ■alntalned, clean articles and/or bottled water from an approved source. r2 Walls, ceiling, attached equipment; constructed, maintained, clean 43 Lighting provided as required, fixtures shielded red 11. A defect exists in the system supplyingotable water that may �5 Roans and equipment rented as d used. Y P Y �5 pressing. locker areas prodded used, clean result in the contamination of the water. Other 12. Insects, rodents or other animals are present on the premises Cq6 Towles properly stored, labelled, ased �7 Premises litter-free, unnecesserl articles, cleaning maintenance equipment properly stored. (unless allowed by Section 105 CMR 590.027(F)(3)). Authorized personnel 46 Living/sleeping quarters and laundry separate 49 Linen properly stored 13. Toxic items are improperly labeled, stored or used. so No pets or other lire animals except guide dogs 51 Bulk foods stored, labelled, dispt•naed Note: In eddition to the items listed above, any other violation "of the E sz Salad bar operations prepared, refrigerated, displayed, protected Massachusetts Food Establishment Regulations determined by local health f officials to have the potential to seriously affect the public health shall after" written notice to the permit holder constitute a critical violation. TOWN OF BARNSTABLE OFFICE HOURS: A oFI�rq- 8:15 9:30 A.M. Item:No. In the space below describe all violations checked Page�of BOARD OF HEALTH 12:45 2:00 P.M. • BAAY4fAHll' .� .6 p %��ZS�� 367 MAIN STREET ✓` � HYANNIS, MASS. 02601 790-6265ExT.2651 FOOD ESTABLISHMENT INSPECTION REPORT = Establishment Name �, 'W1 Date i/ 57124 Z. le �r-�, - r ' Address *Am� Time: In Out C• � r_ Telephone < of Establishment: purpose. Food Service n. t .� Routine + 8� Residential Kitchen Follow-up ,o , "�' Owners Name Retail Food Person In Charge Mobile Unit Complaint Temporary Food Service Investigation Inspectors Nam Other Caterer Based on an inspection today,the items checked below indicate t p iolated provisions of 105 CMR 590.000. Each item is 44 followed by the applicable section of the Massachusetts regulation.f on critical violations are marked under column"N"and critical violations are marked under column"C'. Descriptions of each item appear on the back of this form. Each violation checked requires an explanation on the narrative page(s). This report serves as official notice of violated provisions and - official notice to correct said violations. Food N C W Sanitary Facilities N C WT. 0- '. 1. Food Supply .002�4 29. Water Source 015 4 r j 2. Food Containers 002 30. Sewage .016 4 sy t 31. Cross-Connections .017 4 Food Protection 32. Toilets/Handwashing .018 8 .019 4 1 , 3. PHF Temperatures .004 433. Insects/Rodents .021 2 4. Facilities. Hot 8 Cold Storage .004 2 34. Plumbing .017 1 "�'=, r � 5. PHF Re-service .006 4 1 35. Toilet Rooms 018 2 �� 6. Spoiied/Damaged Foods .003 1 36. Handwashing Areas .019 2 7. Food Protected 003 2, 37. Garbage/Refuse .020 2 j( 8. Food•Thermometers .004 .• 38. Outside Disposal 020 1 9. Cross Contamination .005 2 39. Outer Openings .021 2 10. PHFs thawed,cooked 8 cooled .005 2 40. Pesticide/Rodenticide Application .021 1 11. Food Handling .005 2 'd 4ei+ 12. Dispensing Utensils .006 1 Physical Facilities r/i17 r j 41. Floors .022c�- Personnel 42. Walls.Ceiling .022 2 ®„ 13. Employee Infections 008 4 qg_ Lighting 023 1 d Qr7 xi 14. Employee Hygiene .009 4 44. Ventilation 024 2 15. Employee Clothing .010 1 45. Dressing Rooms .025 1 Equipment& Utensils :Other 16. Equipment/Utensil Clean 8 Sanitized .013 2 46. Toxics 026 4 1 17. Food Contact Surfaces .013 1 47. Premises .027 1 18. Non-Food Contact Surfaces .013 1 48. Living Areas .027 1 19. Food Contact Surfaces Clean .013 2 49. Linen .027 1 Discussion with Management 20. Non-Food Contact Surfaces Clean .013 1; 50. Pets .027 1 21. Wiping Cloths .013 1 51. Bulk Foods .031 1 - 22. Dish/Warewashing Facilities .013 1 . 52. Salad Bars .032 1 23. Pre-Scraped, Soaked .013 24 Wash/Rinse Water .013 1 No. OI 13 Critical Items Violated _ 2 Thermometers/Test Kits .013 1 These items require Immediate attention. y 26.. Equipment/Utensil Storage Ot4 1 ' 27. Single Service Articles .014 1 . 28. Single Service Re-Use .012 Grease Trap:In Ground: JZ In Line: Capacity: SCORE Inspected ,R"eceived by Seating: - Frozen Dessert Machines: _ Pumped: r 13 CRITICAL FOOD HANDLING VIOLATIONS Full Item Descriptions 1. Food from an unapproved or unknown) source or food which is or may be Food• ' adulterated, contaminated or otherwise unfit for human consumption CI Food Source, approved, wholesome is found in a food establishment. 2 Containers, properly labelled Food Protection 2. Potentially hazardous food that is held longer than necessary for c3 Potrapid cooling hazardous cooked foods it proper temparaturut 140cF or above, sSoF or below, 0°F; rapid cooling of cooked foods vlihln 4 hours preparation or service at a temperature which is greeter than 450 F Cs Facilities to maintain product temperature (-7° 0 (in the case of cold food) or less than 1400 F (60°C) (in Cs unwrapped and potentially hazardous roods not re-served he case nP hnt fccd 6 Damaged, spoiled, returned foods segregated ation, ..�• T Food protected during storage, preparation, display, dispensing, genuine, transportation g Thermometers provided, conspicuous, accurate 9 No cross-contamination 3. The food establishment's facilities are insufficient to maintain 10 Potentially hazardous foods properly thawed, cooked, and cooled product temperature. 11 Food handling minimized 12 Dispensing utensils stored 4. Potentially hazardous food or unwrapped food that has been served to Personnel customers is re—served unless such re—service is allowed under C13 Employees with infections restricted .C1e Hands washed'and clean; good hygienic practices section 105 CMR 590.006(G). 15 clean clothes, hair restraints Equipment g Utensils 5. A person infected with a communicable disease- that can be C16 Equipment, utensils sanitized (automatic and manudl methods) transmitted by food is working as a food handler in a food IT Food contact surfaces: designe constructed, installed, maintained, located lg Non-food contact 'surfscess design, constructed, installed, maintained, located establishment. 19 Food contact surfaces clean, free of all cleansers 20 Non-food contact surfaces clean, free of all cleansers 21 Wiping cloths; clean, use restricted 6. A person not practicing strict standards of cleanliness and personal 22 Dish/Warpwashing facilitiest designed, constructed, maintained, installed, located, hygiene which may result in the potential transmission of illness operated through food is employed in a food establishment. 23 Pre-flushed, scraped, soaked24 Wash/Rinse water clean, temperature 25 Accurate thermometers, chemical test kits provided; Instructions posted 26 Storage, handling of clean equipment/utensils 7. Equipment, utensils and food—contact surfaces are not cleaned and .. 27 Single service articles, storage, dispensing sanitized effectively and may contaminate food during preparation, 28 No re-use of single service articles storage or service. Sanitary Facilities C29 Water source;•epproved, hot&cold under pressure 8. Sewage or liquid waste is not disposed of in an approved and C30 sewage .nd waste water diZ50381 C31 No cross-connections, back aipnonase, backflow sanitary manner, or the sewage or liquid waste contaminates 'or may C32 Toilets b Handwashingi number, accessible, design, Installed contaminate any food areas used to store or prepare food, or any C33 No Insects or rodents; harborage prevented 34 Plumbing; installed, maintained areas frequented by customers or employees. 35 Toilet rooms enclosed, self-cloning doors, fixtures good repair, clean, signs 36 Handwashing areas supplied with soap and towel dispensers, proper waste receptacles 3T clean and refuse: containers covered, adequate number, insect/rodent resistant, frequency, 9. Toilets and facilities for washing hands are not provided, properly installed or designed, accessible or convenient. 36 outside area: dumpster covered, construction, clean 39 Outer openings protected 40 Pesticides and rodentieides, proper application 10. The supply of water is not from an approved source or is not under pressure and the food establishment does not. use single service Ebyaleal Facilities sl Floors constructed, maintained, clean articles and/or bottled water from an approved source. 02 WaIIs, ceiling, attached equipment; constructed, maintained, clean e3 Lighting provided as required, fixtures shielded . 11. A defect exists in the system supplyingotable water that may e Poems and equipment anted as required Y p Y :�5 Dressing, locker areas provided used. Olean result in the contamination of the water. Other 12. Insects, rodents or other animals are present on the premises Cab Toxics properly stored, labelled, teed ( Y 5 5 ( )(3)). eT Premises litter-free, unnecesser) articles, cleaning maintenance equipment properly stored. unless allowed b Section 10 CMR 90.027 F Authorized personnel sg Living/sleeping quarters and laundry separate 13. ' Toxic items are improperlylabeled stored or used. s9 Lines properly stored p g e 50 No pets or other live animals except guide dogs 51 Bulk foods stored, labelled, dispensed Note: In sddition to the items listed above, any other violation of the 5z Salad bar operations prepared, refrigerated, displayed, protected Massachusetts Food Establishment Regulations determined by local health officials to have the potential to seriously affect the public health shall aftef written notice to the permit holder constitute a critical violation. y No... ............ �y 0 6�h�� ���c Fas............._............� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Twii/.................OF..... IW_6.46F......................................... t ApplirFa#iun for Disposal Works Tonstrairtiun Permit Application is hereby made for a Permit to Construct (;-Q or Repair ( ) an Individual Sewage Disposal System at: 20' - /4 ................___.•__...........................---•-----•-•--------------................. ........._......---...•--......-••---•--•-------------•.............•-•-•--•-•--•----•--------••-• Location.Address r Lot No. ---........ . .. ..... .... t..... / --- s . . Owner Address a -•...................................•--....-•----•--•-•---•..................................... trns�i,� T .... Installer Address U Type of Building Size Lot_..1.141 3 %____Sq. feet ., Dwelling—No. of Bedrooms-------- ----------------------------------Expansion Attic WV) Garbage Grinder W8 Other—T e of Building Ok No. of ersons........._ .... Showers — Cafeteria W —Type g P ) �ra) Otherfixtures .._.... - c ` +' €CE3 {C �------------------------•---•-------•-- -••-------.--•--------------------- W Design Flow------, J 4Fr$ 1N-•�'--- dIF Total daily tflow................ .�'--�-�-•---------------dons. WSeptic Tank—Liquid'capacity. G%gallons Length.11-_I0__. Width..&._-4_.._ Diameter................ Depth.!9.LR.__.. x Disposal Trench—No..................... Width.............._.__.. Total Length.................... Total leaching area.....................sq. ft. Seepage Pit No Z.-.______- Diameter.._.../Z......... Depth below inlet_.31.4&7...... Total leaching area.. ....sq. ft. Z Other Distribution box (X) Dosing tank k/p) aPercolation Test Results Performed ....(Panu I� -.'........... Date..?7la ._�r.f� �__..._... a Test Pit No. I.......Z......minutes per inch Depth of Test Pit....�.4e>..`!... Depth to ground water_-_-___._ 44 Test Pit No. 2....-�.....minutes per inch Depth aof Test Pit.`.OR/K_u-..ttDepth�to ground water..,.y,` li-V.,pgss fYi ��54q� _j--•-•--•-••-------•-------•--� p O _ STEPHEN q' Description of Soil fficci`.4_.`$ntJ.. .. caste sa�._�rcav:c,_�i rC- --�4....--- 40--•-•-•---------------------------- 5lva}�� ` t� i I o. p.. i� a ra xL'L"YN M .•----- -. _<x�"d? e p•. t? - _ _T� .�ni. 4�stz� �: W J y N ? o f"u_ �`� L it1�. ..�CEjb I.Q_� -��_I ..J.CrCCaI`� �2'Vt9.11£.�i.t (l� -Z1-6--•........................................ .� .302 co UNature of Repairs or Alterations—Answer when applicable...S m-b-f l 4Q.._sG,.as........................... ------------------•. tio......-•G"---may----= �`......--...... Gay�e�� 1�!1}4,4+ A Bement: O'w/6Z--c y f;y,�rt E.. jg The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in ac rdance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bes%issued by the boar f 1eq�;h. Signed.-. = ----------•- . ._, ( D to Application Approved By---•--•----•----•---------------------"-"......'t....�`......•..---•------------------------- � `������`P-•--- Date Application Disapproved for the following reasons:................................................................................................................ -------------------------•-.........-----....-••....-•----••----••--•-•--.....------•------•-•••--•-•-•••.•-•--•-•---------------•••-------------•-----•----•-----•---•--••••----••-•-------•-•••-------- Date PermitNo................... ..............................". Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH r/ f��EtiFO_ Cfsr�F .........OF..................................................................................... /i: & 7y .$ •ram Tbrrtif iratr of TumpfiFanre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by.................................................. •-•-•••••••-..........................---•-----........ o T ! staller ........ - has been installed in accordance with the provisions of TIT of The State dated taStateSanitarry Co s�srib the application for Disposal Works Construction Permit No...._.._.. I THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................... A No... .....�2G17 l'/ ��� - FRx 7.5...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ?0. .0V.................OF.....13..�t�ivsT �3rG,�►. t Appliration for Disposal Works Toustrurtiun rrrntit Application is hereby made for a Permit to Construct (X or Repair ( ) an Individual Sewage Disposal System at: Lor /4 Location-Address `?Q1FT1�lHx3 .. � Lot No. L ? One P&--k ; i244.... •..........................................••-----•....s-•-•- ------ m-mle•-........w._t..-- /4f4 Owner Address FWl •-•---•----•---••••••---•••.............•--..._..........---.........................._.._...••... .........� -Volse-.....----......................._..... Installer Address t d Type of Building Size Lot.... feet 14' Dwelling—No. of Bedrooms........ ..................................Expansion Attic (t✓D) Garbage Grinder 0* p4 Other—Type of Building ...,Q [.4.......... No. of persons...�'�-r-- Showers { ) — Cafeteria Wa) a' Other fixtures ............. Z$.&P W Design Flow.......1.1+465...a . e Total d�IIY U oar---............�6.40...............gallons. WSeptic Tank—Liquid'capacity.L4500gallons Length ... Width.k. Diameter..._--- Depth.5t$.._. x Disposal Trench—No..................... Width.................... Total Length................. Total leaching area....................sq. ft. Seepage Pit No.......4---------- Diameter....._ ..... Depth below inlet.3l.47--...... Total leaching area....50?r.....sq. ft. Z Other Distribution box ()C) Dosing tank A& Percolation Test Results Performed by.-C.9pL.46A.15•.U- n. .....JimtlSv1+MAi......... Date.. 1.4 Test Pit No. I......P.......minutes per inch Depth of Test Pit....�40�.. Depth to ground water_.___-1-4 44 Test Pit No. 2.... .....minuses per inch Depth Hof Test Pit.....?I.6t...... Depth to ground water___ � Mq�9 R,' P-549` T �-�.1,1 al�tI� ............................ STf31tEN �'� O Description of Soil--f4e.4...-s&dA..�iP.Ae.._Gmtxl.�&ht %j.LatQ.� 1A... r ALLYN x $ka. �ftc ._5cah� !'t �' . M„ k �3 v WILSON y v aQ Z;r .3Q-t-To�rsr�i�_f.. kbsot.l_ .. .. .......................... '0 �r 621��i�Q n A . d V Nature of Repairs or Alterations—Answer when applicable....Srm+,.fJ----StdinS .............................. Agreement: lJ�!,i•g 6o/lj� - / L", �rr� .Z// <i�s �. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITI..r. 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board h . -7........... ......e Signed..... .....--••-------- / -----•---•- -------------------------------- Application Approved BY _—`..:_.._ { ...L.�.te �.�� G-•• - • ..... • ............... .C...o..--- Date Application Disapproved for the following reasons:................................................................�--•---------.........__.. ......---------- -••-•--•--•------------------•---.........--------------•---•-------------....---•-----•--...---------•--.-•----•-•-••-•--•-••••••-••-•--•••-•--••-•---•-•--•---•-••••••--•---•-•---•-----•-••••.......-- Date Permit No.... ..._ � .-_`i z Issued....................................................... ............... ---•--.••.. Date THE COMMONWEALTH OF MASSACHUSETTS /—r`fy i, 115, ' •d^t`=• BOARD OF HEALTH . 1 vr/n/ 2 NS T ..........................................OF..................................................................................... �c if 1 (9rrtif irate of Toutplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by....-----••---••---••-••--•--•-•---••--•••..............•-••--••••••-••-••..._.....-•••---••---•. ---- ---------•--- ------------------- ------------ 17 �_O T Iest_allery at ......................................................!J�_C - • -Y 1.�Q... •------•------------------------------------------------------------- has been installed in accordance with the provisions of TIT of The State Sanitary Code as described in the application for Disposal Works Construction Permit �To....... - dated--------?- .....__. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...................................•---•--••-------....._......-•---•--•---••••. Inspector..................................................................................... THE COMMONWEALTH OF MASSACHUSETTS 1 J1 C fY BOARD OF HEALTH v .OF.............. ��...•............••...............� ......................................... FEE ............. Disposal Works T-1nnstrttrtion "Perrot Permissionis hereby granted............................................................................................................... .......................... to Construct ( ) or Repair (,) an Individual Sewage Dispo LSystem at No....... '-D'(-----1..L/------.------ -:--asm", ..�... Street te:s. as shown on the application for Disposal Works Construction Permit No. _! ate�d... 1_.._. .C_ ................. �DATE..--••------- /-------9.-._�_�...................................... I Board of Health FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS c��h- ba�sl�• Memo ' BscJg The BSC Group To 3omv,rD Nam I�h r -I�ennnrS I O24QC3 Date Time AYn Project No. 'o�-1 Io83 ocy • N Subject So,=Twjgy2 cy-, ► Aoolica-han fr T%sp*.1 WevrFcS l�,�c re+cnn �cr►miy' Message 7 7�L. s Csa �ua�ti �rirn c-� �/.i( ex/s�in� SC��� �'cic7>!i7"l c�asoY Gc �J/bif�at-c�� • � r �.,o.hrr ! �fi�i�laYJ • • f I�IP t xi S r�i70 3'c b TZG S ./S'�i' fclY.yJ U/I Ca!/i/Y r`� ri» la7r/ /4.?C. in a�4 4c-An!' coy��zary Tfe /s die ,apn�./cc� `T V FGI7S O!' fUlJ7/I711175 v!/!�/Jp Signed Division 6�u//Gr z/u Reply Signed Date i Memo BSC. . . Group To Towo 4do,QA 3 c rrriu,„ S+' Date Time A Yh Project No. o3—t t.Sa,oo Subject !'-*,ctrirc-6fn i1c2-mtt Message 77qA ric. qua�ic'�irvy� r✓ :ffrs CX�T�7nu�.Se,CJ�r _Sri<�I97 yvsrY Q ,fi'/1ff70X�J� . v v ,ZO,Aors O !xi c�ri9.o s r r,TtY 5 rs S fs/!! Callao U/!!'n o��-r•� rM /-�/�r%� �� 199>4 //' Sn�>�fill' .�nrnlrr" AXGcxi�hrra st9sli GCiJ�Pa /7of_ /Jcc� a�e> �se, rrnonai/,c.o0 L` / ZD.' !b!?lil7lH�S Y7�,GiYJi - .r • ! - Signed F , Division Reply Signed Date No. Date / �6 Fee o2S^ z . Hof TNt To` TOWN OF BARNSTABLE 4�?..�`M OFFICE OF saarsrAjm nAR&1639. BOARD OF HEALTH y �o rA*t w• 367 MAIN STREET 1 HYANNIS, MASS. o2soi VARIANCE REOUEST FORM All variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health Meeting. NAME OF APPLICANT Software 2000 C/D ' - .��- - - TEL. No. 771-0900 ADDRESS OF APPLICANT One Park Center, Independence Park, Hyannis, MA. 0260,1 NAME OF OWNER OF PROPERTY Software 2000 . SUBDIVISION NAME DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER Map 295 - Parcel 13 LOCATION OF REQUEST Attucks Way, Independence Park, Hyannis VARIANCE FROM REGULATION (List Regulation) "330 gpd/acre" regulation; effective April 17 , 1985 "connection to town sewer/300 foot" regulation; effective Sept. 8 , 1983 REASON FOR VARIANCE (May attach letter if more space is needed) -Please refer to attached letter. PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL m • Robert L. Childs, Chairman 1 Ann Jane Eshbaugh� - Grover C.M. Farrish, M.D. BOARD OF HEALTH TOVN OF BARNSTABLE E yy� f f 3261 Main Street ? Route 6A Barnstable Village MA 02630 GroupBSC The August 18, 1986 617 362 8133 Barnstable Board. of Health Town Hall 367 Main Street Hyannis, MA 02601 RE: Request for Variance Software 2000 Attucks Lane, Independence Park, Hyannis, MA Members of the Board: On behalf of our client, Software 2000, we are requesting the previously noted variances. In regards _,to the variance regarding the connection of a . ..commercial establishment to town sewer we have previously been to'the Public Works Commission and have been denied permission to connect to town sewer . (copy attached) . Regarding the 330 gallonsaper day/acne rule we- have previously --submitted to the Director ;6f .Public Health architectural plans Engineers and estimates of sewage based on the actual. space 'that ,will be Surveyors utilized as office space. , Based on these calculations the estimated sewage. flow doe's', meet the 330 gpd/acre criteria. Scientists + Should the Board not agree! with our calculations and require Architects that the gross floor area be ,utilized the estimated sewage flow Landscape will be in excess of the allowed flow under' the .330 gpd/acre Architects rule. Planners Allowable Flow 330 gpd/acre 904 gpd �y. Flow rate based on utilized space 898 gpd Flow rate-gross floor .area, 1390 gpd Cape Cod Survey Consultants G F. In °•order- to avoid urnnece Isary :delays •we -are °.asking the .Board °to review this variance request of"-the 330 gpd/acre rule also. If you .have any ,.fhrther °qu'estons or comments please do not hesitate 'to contact this office. 'VerT_truly :yours, BSC/CAPE COD- SURVEY CONSULTANTS Stephen A: Wilson., P.E. Project Manager f attachment cc-: D. Emery SAW/tld 3SAW11 i i i 1 y .E a ABUTTORS LIST MAP PARCEL OWNER 294 68 Independence Park Inc. M1'y F, P.O. Box 1776 Hyannis., MA 02.601 ,r 2-9.4: 70 Independence Park Inc. P.O. Box 1776 Hyannis, MA 02601 294 71 Independence .Park Inc. P.Q. Box .1776 Hyannis, MA 02601 294 79 L. Paul Lorusso P.O,. Box 96 ' Hyannis, MA 02601 294 80 Robert M. Shields 129lAirport Road Hyannis, MA 02 601 295 17 Hyannis --Cour-,t :Associates Ltd. 17 Accord Park .-.Drive Nor i ell, .MA 0.206.1 294 13 Edward P.-Brown' ' P:O.I B.ox 5 Hyannis,, -MA 026,01. 294 14 �L. ,Paul :Larusso P:O: 4.-''Box --96 Hyannis, AN. -02601 295 20 L. Paul Larusso PX., :B6x -96 Hyannis, :MA ' 02601 401 r � "s4 Y'`'�'r • r-y ,+r- cy c• z -* � - - -a` .c, 7'.. •i° u q. l 'c l r t � Y 4• �.y ••'J nj .off'• The BS.0 Group Memo Bsc 'The BSC Group To To►l I��If,1 DlMc-c•+w t4 Pubis HC-trl+h HA 1•-I u to n V��, YYI'1� �t Date Time Pm Project No. 0 3 - 1 -1 C) , O Subject SOT=rwran�= 7CyC�O - l/itiinn a /2Go�rrsf" Message. GO/Jfl�NJ/SS{!/� �fq i.�r afar• sn?77�inrcO'O"�. -� teic� �c� 0 t l*: cal It,, . S uL�v��'n• 1 lu•cA 4,m 4f.,o go.v n& rn1 It I ctia(o i Signed Division �4 .Stirzic was u/ 77 Town o►Ba ible i Reply ..wVu Signed Date xx.�,�i,! Memo Bsc To Sohn 4tc1(u Drccc+cw publ'L H" I+k Tc w r M cxA N u 4 ri n i s I'YYl g..rt .'--- ` +, Date $-Zo -$Z Time P m Project No. 0 3- I 'l 0 , p Subject / ' k-Message COpJH7/55/tM i i./�,�1a,/ �a i- JotYTimrc ZO-d-C +{n.. su�n, n� n�vcv� 4v -FC,c Boat& C'n bus+ 18 . IR®(n l Signed Division Reply t Signed Date t - A , r OF THE T� ��� ��tl�G�:�nl�G�7�'C�i • o BaflHSTABL$ e° q NA6& pp . �p MAY A` eaovn�� �luQGao/accde> 02601 COMMISSIONERS: (617) 775-1120 Erl. 123 KEVIN O'NEIL. CHAIRMAN ROBERT L. O'BRIEN JOHN J. ROSARIO. VICE CHAIRMAN SUPERINTENDENT THOMAS J. MULLEN PHILIP C. MCCARTIN H. TERRENCE SLACK March 20, 1986 BSC/Cape Cod Survey Consultants O Route 6A �- Barnstable, MA 02630 Attn: Stephen A Wilson, P.E. Dear Mr Wilson: This is in response to your letter of March 5, 1986, in which you, on behalf of your client Software 2000, requested a determination of feasibility to connect their building located on Attucks Way to the Town sewer system. The above request was considered by the DPW Commission at its meeting of March 18 and they voted . to deny the request to connect at this time. However, since there appears to be a good possibility that the Town sewer will be extended into the Industrial Zone sometime in the future, your client is encouraged to make provisions for a hook-up should this occur. Sincerely, ROBERT L O'BRIEN Superintendent RLO/bw cc: Director of Public Health GU L s t �••�FSHET� �J%22� a��r��i1�a�� SOY.; fig. y 0 .M e BaassTaEL . 9 rasa / /J D MAY k. .�l�arnre�i, ./��aJsuchuJe 02601 COMMISSIONERS: - (617) 77.5-1120 Erl. 123 KEVIN O'NEIL. CHAIRMAN ROBERT L. O'BRIEN JOHN J. ROSARIO. VICE CHAIRMAN SUPERINTENDENT THOMAS J. MULLEN PHILIP C. MCCARTIN F. SHELDON BUCKINGHAM November 17, 1986 0 r ' V EJ l.,UJ Mr Steve Wilson BSC/Cape Cod Survey Consultants 3261 Main Street Barnstable, MA 02630 re: Software 2000 Sewer Cannection Dear Mr Wilson: The DPW Commission members have reviewed the site plans for Software 2000 within Independence Park. The site proposed for Software 2000 expansion is shown or. the Whitman and Howard Wastewater Master Plan as an area designated for future sewering. The DPW' Commission wishes to advise you that it is reasonable to base site expansion plans on the assumption that sewering will eventually become available. Sincerely, - lL R I! T L O'BRIEN $°tY rintendent RLO/bw cc: Board of Health ' Board of Selectmen I � Y 1 THE • �� � ��� i BARN2TABL$ i y 1639 639. \ 0 MAY COMMISSIONERS: (617) 775-1120 Est. 123' KEVIN O'NEIL. CHAIRMAN JOHN J. ROSARIO. VICE CHAIRMAN ROBERT L. O'BRIEN THOMAS J. MULLEN SUPERINTENDENT PHILIP C. MCCARTIN H. TERRENCE SLACK March 20, 1986 BSC/Cape Cod Survey Consultants + Route 6A Barnstable, MA 02630 Attn: Stephen A Wilson, P.E. t Dear Mr Wilson: This is in response to. your letter of March 5, 1986, in which you, on behalf of your client Software ..° 2000, requested a determination of feasibility to connect their building located on Attucks Way to the Town sewer system. The above request was considered by the DPW Commission at its meeting of March 18 and they voted to deny the request to connect at this time. However, since there appears to be a good possibility that the Town sewer will be extended into the Industrial Zone sometime in the future, your client is encouraged to make provisions for a hook-up should this occur. Sincerely, aRT OLUBRIE�N ��_ Superintendent RLO/bw cc: Director of Public Health THE TOWN OF BARNSTABLE �oF T0� • � OFFICE OF BABIlTABLL : BOARD OF HEALTH � Mllel �o �b3o• �e�° '°gyp 6t,T w. 367 MAIN STREET HYANNIS, MASS. 02601 October 9, 1986 Mr. Stephen Wilson Cape Cod Survey Consultants 3261 Main Street Barnstable, Ma 02630 Dear Mr. Wilson: We have reviewed letters dated September 15 and 25, 1986, from you and Mr: Pemberton of Software 2000, Inc. requesting that we reconsider the conditions listed in our variance approval letter for Software 2000, dated September 4, 1986. We do not feel that referring your client to the Water Advisory Committee for their recommendation at this point will serve any useful purpose. We disagree with your analysis.of our Interim Ground Water Protection Regulation and also with.your interpretation of Software's operation in regards to Title 5 sewage flow estimates despite your conversations with the State House. However, regardless of your inte4pretations, Software 2000 is located within 3000 feet of town sewer lines and our regulation requires connection to town sewer. We will reconsider our conditions if the Department of Public Works will confirm that town sewerlines will be available in Software's area in the.near future. We Will need a definite commitment from them and from•Software 2000, Inc., as to the approximate date of connecting. The Boards position of advocating public sewer connections for the Industrial Park area has been quite clear for several years. It is,and has been our strong belief borne out by public health research that septic systems were only intended for use in rural areas and areas with a low density. Septic systems in areas of high density and septic sys ms in industrial developments present a potential threat to public health. V t my yours obert L. Childs, Chairman An Ja P,jbh Grover C.M. Farrish, MD cc: Selectmen Robert D. Smith, Town Counsel Robert Pemberton Water Advisory Committee - I Software 2000, Inc. One Park Center Software (SOoo Q � Independence Park Hyannis, Massachusetts 02601 USA (617)771-0900 (800)525-0490 September 15 , 1986 Barnstable Board of Health Town Hall 367 Main Street Hyannis , MA 02601 RE : Request for Variance Software 2000 , Inc . Attucks Lane , Independence Park , Hyannis , MA . Members of the Board : We are in receipt of your letter of September 4 , 1986 , which granted us a variance from the Interim Regulation for the Protection of Groundwater Quality for a proposed addition to our existing building . While we are pleased that the variance was granted we are at a loss to understand the proposed restriction to 45 full time employees . Since we reported 37 full -time people and a maximum of 11 ,465 square feet in the proposed addition at our September 2 meeting with the Board , reference in your letter to our "current level of employment" as 33 and to "an addition of 8 ,291 square feet" indicates to us that we have failed in getting our complete message across to the Board . This letter is an attempt to rectify this situation by presenting our case in a structured , logical fashion . Reading this letter should provide you with a good background on our firm , the current situation , and on our interpretation of the Interim Regulation . I hope it will also set the stage for a common understanding to protect the .groundwater quality while allowing controlled growth of Software 2000 in Hyannis . SOFTWARE 2000 , INC . Software 2000 was founded in 1981 in Osterville with 2 employees . From the beginning , it has dedicated itself to providing computer software to Fortune 500 firms . In '1983 , employment had risen to 10 full -time employees and the firm moved to Enterprise Plaza in Hyannis . In 1985 , the current property was purchased and renovated . The entire firm was consolidated within the building in May of 1986 and full -time Hyannis employment now stands at 37 . In the Software 2000 meantime , offices have also been opened in Los Angeles and in Dallas . Software 2000 has also been active in the public sector : As President of Software 2000 , I was the Delegate from the loth Congressional District to the White House Conference on Small Business . At the request of the Governor, Software 2000 was a charter member of the Massachusetts Software Council . At the request of the Federal and State Governments , Software 2000 is an active participant in overseas trade missions promoting export of Massachusetts Software Products . Software 2000 views itself as a good neighbor and. has a track record of acting positively in the environmental area . The following are examples of this : Upon taking over the current building , Software 2000 removed the existing oil -fired heating system in favor of a non-polluting gas-fired system even though no requirement existed to remove the oil - system. During the latest landscaping effort , extensive plantings were made by landscape contractors to enhance the surroundings of the building . All plantings were of native shrubs and trees that require no fertilizer. No sod or grass plantings were made in order to avoid the runoff of fertilizer nitrates into the aquifer. When faced with the need for expanded parking , Software 2000 responded with a crushed stone surface rather than with more asphalt , again with the interest of water quality and conservation . In the proposed new addition , Software 2000 has dedicated almost 15 percent of the new floor space to the extra space required for handicapped access including an elevator to all floors . We recognize that many factors beyond our control will require much of our future growth to be outside of the Town of Barnstable . We have already taken steps to expand our facility in Los Angeles to handle some of our North American activities . Negotiations are now underway with the Governments of Singapore , Ireland and the United Kingdom to provide us facilities for the support of our offshore operations . Wherever we are located , we require a Headquarters Facility of about 16 ,000 square feet housing about 60 people . Having Etware 1 0 just experienced the difficulties and inefficiencies of operations in two separate buildings at the same time , we realize that contiguous space is a must for our operation . CURRENT SITUATION As we attempt to grow to a stable plateau of employment in Hyannis , we are faced with the problem of inadequate space in our current building . In our planning efforts with our architect , the building size he proposed to fit our needs over the next two years is larger than that which would be allowed on our lot under The Interim Regulation if the gross square feet of the building is utilized in the computation . We are unable to obtain a "sewage easement" such as was utilized by both the Flatly and Fibronics projects to mitigate the effects of the Interim Regulation . As a small modestly financed local company , Software 2000 can not afford to acquire any more contiguous land to gain relief from ' the onerous restrictions of the. Interim Regulation . We are thus at an impasse . Nevertheless we must continue to expand to meet our growth in sales . The Variance restriction contained in your letter of September 4th would restrict us to a growth at least 25% below what we need . We have investigated the availability of suitable alternative space within the Town of Barnstable and have concluded that such is not available . The logical conclusion is that our choice is to build the addition or to move . Of note is the sense of urgency caused by the need to close in the proposed- addition by winter if we are to get relief by next spring . We expect to reach 45 full -time employees in the current building prior to the holidays and would , with the addition , reach the 60 full -time employee level in late 1987 . It should be emphasized , however , that we are attempting to construct only our Headquarters Facility in Hyannis and that we have already made the . determination that -the Interim Regulation regrettably prevents us from any local expansion beyond this level . As a result we expect that our staff outside Massachusetts will exceed that in Hyannis in early 1988 . Software 2000 TECHNICAL ISSUES The Interim_Regulation for the Protection of the Groundwater quality_Within_Zones_of- Contribution_to Public_Suptly_Wells became effective on February 21 , 1985 , and was revised on April 17 , 1985 . The intention of the Interim Regulation was to protect public health from a perceived threat to the quality of drinking water caused. by excessive nitrates being released by ' sewage systems within the zones of contribution for the Public Supply Wells . The sewage flow estimates are based on the estimates listed in Regulation 15 . 02( 13 ) of 310 CMR 15 .00 , Title 5 of the State. Environmental Code . It is unclear what basis , if any , other than the SEA Study, exists for the 330 gallon limitation . Title 5 provides two different methods for determining gallons per day estimates for operations of our type . The first of these is "Office Building" where all space is deemed occupied other than hallways and service areas . For this classification , the estimates are based on square footage . This is the approach that had been taken to date in computing our use . For those operations where a considerable amount of non-office space exists , a second classification was created , that of " Industrial Plant without cafeteria" . This classification more properly reflects our use where a considerable amount of floor space is dedicated to non-people use . This classification allows 15 gallons per employee per day . Following conversations with the State House , we feel that our interpretation of our operation as an " Industrial Plant without cafeteria" reflects the original intent of Title 5 and does provide the basis on which our request for variance can be granted with a limit of not less than 60 people or 480 employee work hours per day . The computations previously furnished you are as follows : GENERATION 15 x 60 = 900 gallons per day ALLOWANCE 2 . 74 acres x 330 = 904 .2 gallons per day Our position is strongly buttressed by application to our situation of the "non-residential nitrogen" formula developed specifically for our area in the December 14 , 1979 , Water Sutply_Protection_Project_Final Report by the Cape Coo Planning and Economic Development Commission . This Cof tware 2 000 formula which addresses the nitrate/ground water quality issue most directly computes the nitrate loading generated per employee , assuming the Title 5 standard of 15 gallons per employee per day, and shows that even with 73 employees we would NOT exceed the 5 MG/litre nitrate limit and would remain within the 0 to 16 lbs/acre range . The relevant calculations , previously supplied to you , are developed by applying the "Non-residential Nitrogen Formula" from the above referenced report . . N ( lbs ) = Flow(Title 5 ) x 260 workdays/year x 0 . 0001674 Using the 16 lbs/acre recommended limit to maintain a 5 MG/litre nitrate/nitrogen limit and applying same to the 119 ,354 square feet of .land we own provides the following calculation : 16 1bs X 1bs ------- _ ------- X = 47 . 7 lbs nitrate limit .40 ,000 sq ft 119 ,354 47 . 7 lbs = Q x 260 work days x 0 .0001674 Q = 1095 . 9 gallons per day 1095 . 9 GPD ---------- - 73 employees maximum allowed 15 GPD/employee CONCLUSION Software 2000 requests that you reconsider the 45 person restriction and modify that restriction to allow us to employ a maximum of at least 60 full time employees for a combined total of a minimum of 480 work hours per day on the site . Ver rul , Robert A . Pemberton President RAP/rm cc : Stephen Wilson , Cape Cod Survey Consultants Robert D . Smith , Town Counsel Martin J . Flynn , Selectman Governor Michael S . Dukakis December 17, 1986 Mr. Donald Emery _ Software 2000 ^ ' Attucks Lane. Hyannis, MA. 02.601 Dear Mr. Emery: Condition (3) of the'variance, granted you gn September 4, 1986 by the Board of Health to`construct an on-site sewage disposal system at Attucks Way, Independence P irk, Map 245, Parcel 13 is modified to read: *° (3) The operation is restricted to a total of,sixty (60) employees working one shift eight (8)' hours a day or a combined 480 total work hours per day for the entire operation. Once connected to public sewer there will be no restrictions on the number of employees. Paragraph four (4) is modified to read: (4) You must connect to Town Sewer when the Board determines it's availability. You must connect to Town Sewer should It become avaiable within 800 feet of the project site as stated in your letter dated December 1, 1986. All conditions not modified in this correspondence remain in effect. This variance modification was granted because the Department of Public Works Superintendant indicated in writing that Town sewer will be available in the future. In addition you agreed to 'bringing the sewer line to your project site from.Independence Drive. Ver truly ours, R ert d`, Chairman OARD OF HEALTH TOWN OF BARNSTABLE RLC/ka cc: Stephen Wilson, B.S.C. JI 3261 Main Street Route 6A Barnstable Village MA 02630 :C3D S C The BSC Group December 1, 1986 617 362 8133 Board of Health Town Hall 367 Main Street Hyannis, MA 02610 Re : Software 20-00 Attucks Way, Independence Park Hyannis 03-1706. 01 Member of the Board : On behalf of our client , Software 2000 , we are requesting that the Board reconsider condition #3 that accompanied the variance granted on September 4 , 1986. We have been back to the Public Works Commission to get a further determination as to the future availability of a sewer in Independence Park. While the Commissioners attached no• specific timetable , they did state that the area Es projected , to be sewered (copy of correspondence. attached) . o Based on this response by the Commission , we , are proposing that the Board waive its restriction to 45 employees as Software 2000 is willing to commit to connecting to sewer should it become available within 800 feet of the project Engineers site . This is the approximate distance from the project site to Independence Drive along Attucks Way. Surveyors Scientists We should like to point out to the Commission that once this sewer has been installed in Attucks Way, it will be available Architects for the other existing businesses to tie into. Landscape Architects — Nab Dept Planners Town of Bamstable Cape Cod Survey Consultants I Board of Health December 1, 1986 Page 2 Should the Board wish to discuss this matter , we would be pleased to attend the next meeting . If you. have any questions or comments , please do not hesitate to contact me . Very truly yours , BSC/CAPE COD SURVEY CONSULTANTS Ste hen A. Wilson , P. E. Project Manager Enclosure cc : D. Emery R. Pemberton '`._ - +F 3261 Main Street _ Route 6A Barnstable Village MA F 02630 September''25, 1986SC Barnstable Board of Health i Town Hall The BSC Group 367 Main Street Hyannis, MA 02601 ' Re: Software 2000, Attucks Lane, Hyannis, MA Our file #3.1706.01 617 362 8133 Members of the Board: As you know our client, Mr. Donald Emery, has requested that the Board of Health reconsider its variance request ruling as issued to Software 2000 on September 4, 1986. One of the reasons for this request is to allow for input to be sought from the Barnstable Water Quality Advisory Board. It is our present understanding that requests for input from ,the Water Quality Advisory Board must be initiated by the Board 'of-. Health. Therefore, we respectfully request, by the writing'- of this letter, that the Board of Health vote at its next regularly. scheduled meeting to seek input and guidance from the Water Quality Advisory Board on this matter. At this time we would take this opportunity to apologize both to the Board of Health and the Water Quality Advisory Board for the schedule confusion over this matter. We had not clearly understood the official routing system between these two boards prior to our recent discussions with Mr. Tom Mullen. We are sincere in our belief that additional input amoungst all - of the involved parties including the Water Quality Advisory Board would serve both the interests of the Board of Health relative .to potential nitrate loading impacts as well as to potential, economic benefits to the community resulting from the expanded Engineers facilities use requested. As of our last discussion with Mr. Mullen on September 23, 1986 and upon receipt of an of Surveyors request from the Board of Health,- agenda time for discussion of this matter with the Water Quality Advisory Board is available Scientists on October. 16, 1986. Architects Thank you for your attention and continued assistance .with this Landscape _ matter. We look forward to an affirmative response to our Architects request that the Board of Health seek additional input from the Planners Water Quality Advisory Board on this matter. Cape Cod Survey Consultants We will be pleased to attend your next- regularly scheduled meeting to discuss. this ;matter. - Otherwise, if you have any questions regarding our .request, please contact myself or Peggy Collins Fantozzi of our office at your convenience. Very truly yours, BSC/CAPE COD SURVEY CONSULTANTS : Stephen A. Wilson Project Manager cc: Thomas Mullen R. Pemberton D. Emery 3saw21/mg J a • 1 4 e CALCULATION SHEET oz)c PROJECT NO O3- 1?0G,0 1 CALC BY =-AW REFER TO SUBJECT �� c61 L.n � DATE 8/�.5/$( 1�rokctivh +�ro�cc r So�}wuYc Zo-oo CHECKED BY 1DK 1-1i 1,171 LOCATION i nib DATE _ l Z �t/�bsJ = G'/ow �T,f/c ) •k ZC-o WQ^k /T X U. ooal674 kt i c c c a envy\.t.lj -d 1 .•.. +- 4-j VVIaI n'4-� 1 h w�l1 /h/ Ye II1�axrmv�vi � � cn��to� c..Qt.eJw"�ot /40 /h5 x = 4 7, 7 I bs Ccro Si— Ze.c x a :000 1674 © = io Sj 9 G.i/1-1s1104d L0 5, 9 GPI �J 7 3 aw�lm�+'«s mo�ximus� a��u-u�al� 15 G po .J a It ry lc . ul(cw�bl¢ -�(m� 5D4 c�PcQ I S��'dc t^c• i ` CALC \ i I SHEEN �, OF SHEETS 717 CALCULATION SHEET . Bop'%C PROJECT NO 01- 1-70G,01 CALC BY S REFER TO SUBJECT Scp+tc S .FI ows DATE /Lglg(p CHECKED BY LOCATION N ��S DATE /cccmee J„la'ica� 3 , 74 Ac x 330 �'� 909�Z- ��c£ ` 5 F �� �. uric afr/�ic da=•�Jc` 442-09 �F zEv i 74 Z F' x 7s Giro/F f , h1 3�. 3 CALC i SHEET �. OF / SHEETS N CALCULATION SHEET BSC PROJECT NO o 3-/ 70 G , o CALC BY REFER TO SUBJECT 5�0.� ut� DATE crxis�,r� ������ CHECKED BY LOCATION DATE I, I-NTnY LC-11C L tZo�m # /o /oz ZS�. /03 /O 4 Q�%7 c c v /OS G alIX414n Ice Z04S /i74 r )cc t 8 !o /V.)A /ne/uGir10 -eairCe✓iCY1/ An i/e 1 2-G w G r L.c u-c Q cro rn J7 c.s c r,P+'1 l S F • o� I X t rox /59 �Z COG 0 f7�cc 166 009 o Gam, - G l 0 Offru. 4 a?18 %Z Nar /i4c�vcf/ zl/cc-i cAf fir,) CCC Z� CALC SHEET OF SHEETS CALCULATION SHEET otic PROJECT NO p - 1-70(o,0 CALC BY - /W-w REFER TO 4,-c-A/fcc7t- �/Oi)C SUBJECT DATE CHECKED BY LOCATION /-/�a DATE p�AOnl �CSG /�TZ OYI v/7 j 2p2 r�•,n4i� Rol /SS /G8 Z -Does vw+ Ind o ,1c1" �Qo3 or �}80 I Ste' 1 t CALC SHEET OF Z SHEETS I • ' CALCULATION SHEET titic PROJECT NO 03/jpq, p/ CALC BY Si}Cc' REFER TO SUBJECT 5 Z�oa DATE CHECKED BY LOCATION il�Gnnis � DATE 'i c'D � l� 710 vV�D /7J �o c,JEIZ L-�✓LPL TRe1A1iNG 23'� 9 k 3o'-G ` 7L 1 6 8r- 7-901,71,RiA 10 1 lu G (17 Z / 9,1/` 74. 5, F 1,1107 I.,/C.-L)D/AJG Th'e /�acLdcJfNG i42Ltf}S ; N ALL G l,05F7 4 � q0 I l t CALC •- SHEET / OF �� SHEETS F I 06ALCULATION SHEET PROJECT NO 6 17UG,p CALC BY REFER TOIOU SUBJECT gar-rwft2� ?Q�'p DATE Bo i lc{ty� l.i5ec � CHECKED BY LOCATION aV-\r DATE G i-irc /Z'' IrlDrYl /8'-�" Y S9 =G _ 900 , 2S ►30, :5 C�.2�,£ h411 wad a�=sic c�r�iica lsrn�noN /3=61" 331, 5 . Z J �SGI ,SS sr- dJG CSo�T hclV� Go�.�2c NCE� 9'-3 ' X �� '-G i. �. /G�O -'��� •r•�.,v..p � --o i 1��= i C�7A -:: /u �G2T 33'- /o„ .� S(o / -'ClL"Cr) 7-0 %ii'G 7.Y as�/. ss a2� 33, ZS" 56 ,5S SF i CALC SHEET 2 OF SHEETS .1 August 11, 1986 Mr. Stephen•A.,Wilson,,.P.E. Project'Manager , Cape Cod Survey Consultants 3261"Main"Street Barnstable, biA. 02630 Dear Mr. Wilson: We are in receipt of your. letter requesting, to be put 'on' the agenda of the Board of Health concerning Software 2000, Attucks Way, Hyannis. We', have, scheduled you.- for,September 2, 1986,• in the Board''of Health ,office at 4:45 P.M. Please con,firm- the ,time and dated with°this office - 775`"I120 .extension 182. Very 'truly,yours, •John M. Kelly t' :Director of.Public Health fi f i �r B . . August 7, 1986 Mr. John Kelly Barnstable Board of Health Town Hall 367 Main Street Hyannis, MA 02601 RE: ,. Software 2000. f Attucks Way, Hyannis Dear Mr. Kelly; Thank you for your quick response to our submittal regarding the above referenced project. . You have indicated that -this -project -will have -to -be reviewed by "the Board. of Health. I am requesting that this matter be put on the agenda for the next meeting of the Board of Health. Please inform me as to the meeting date this project will be presented to the Board. Also, - if during your review of this project you have .any questions, comments, or require further information please do not hesitate to contact me. I will respond as quickly as possible to any questions you may have. Very .truly yours, BSC/CAPE COD SURVEY CONSULTANTS Ste en A. Wilson, P.E. Project Manager SAW/tld 3SAW8 CERT./R.R. August 4, 1986 . Mr. Stephen Wilson, P. E. Project Manager. Cape Cod Survey Consultants 3261 Main St. - Rte. 6A t Barnstable, MA. 02630 Dear Mr. Wilson:. Receipt of your letter,' dated July 29, 1986, concerning an addition for Software 2000, Attucks Way, Hyannis, File No. 03-1706-01 is acknowledged. This is to inform you not to proceed with this project "as, stated by you in Pa"ragraph 6 until approval is granted by the Board of Health. Very truly yours, John M. Kelly Director of Public Health JMK/mm i � " r►. _�— 3261 Main Street Route 6A 0 Health Dept afns Village MA Town of BamstaQW630 C [�M UMW _BCD SC UC 1 . . • July 29, 1986 - Mr. John Kelly Barnstable Health Department 367 Main Street 617 362 8133 Hyannis, Massachusetts 02601 Re: Design Flow Rates for Septic System Design : Software 2000 Attucks Way, Hyannis, MA _ Our file #03-1706A1 Dear Mr. Kelly: Our client, Software 2000, wishes to expand by constructing an addition to their existing office on Attucks Way. The site is located within a recharge zone to a public water supply well and falls under the "330 gallons/acre" regulation. Under the "330 gallon/acre" regulation, the allowable septic system discharge for this site which contains 2.74 acres is 904`gallons per day. We have reviewed the floor plans of the existing building and the proposed addition to calculate the estimated daily sewage flow. Due to the natur,e' of this firm'-s work and the building layout, there are many areas which are not utilized as office space and do not -have a high concentration of 'personnel-, as most office spaces would. , These would include such areas .as toilets; stairs and hallways. Other areas which are not occupied by personnel except for maintenance would be Engineers electrical/mechanical equipment rooms and the computer room. Surveyors Based on not including these areas under the "office space" category, the total design flow for the existing building and Scientists the proposed addition is 898 .gallons per day. Attached to Architects this letter are the architectural floor plans and `our P calculation of available office space and sewage flows. Landscape Architects It is our opinion that the submitted plans and calculations show that the proposed sewage flows do not exceed the criteria Planners of 330 per gallons da g p y per acre, and a variance from this , regulation is not required. , In order to save you unnecessary paperwork, if we do not receive a response from you after two weeks, we will proceed + with this project on the assumption that you agree with our flow estimates. <: Cape Cod Survey Consultants ti ,.. _ 2 _ If you have any questions or comments, please do not hesitate to contact me. Sincerely yours, BSC/Cape Cod Survey Consultants ` Stephen A. Wilson, P.E. 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ST RAT1171 'e-0 )re P14x ii/Q tvaricl�' TRAVELED WAYS,WHEREIN H-20 LOADIMI- TRAVELED WAYS WHEREIN H-20 LOADING WASHED SHALL APPLY. JPR PRECAST STONE _i / � P A L Y H P L _ S L J . ,., A T I . 0 q � 3 3a ' V R _ MANHOLE E P AN CONCRETE AN oLE to 3 A CONNECTIONS CTIONS D CO C o ALL PIPE 0 E I h 0 0 `a R INLET o 0 ` P V N T R BAFFLE 2. 0 ID� LE TEE 0 B FLE WHERE S P F BOX LOEO no o BROUGHT TO FINISH GRADE A Cr o p I PVC 1NLE T PIPE CONSTRUCTION TO BE WATERTIGHT. 0 INLET:PIPE EXCEEDS 0.08 FT. FT. OR IN u 1 0 PUMPED TEM. 8° 11M ED SYSTEM. o ❑ v NOTE... 0 O n O O O❑ .. MIN.... r 0 I2 ,. T T o LEA CHING PI 0 LE T TW FEET -OF PIPE T F bIS . 3 FIRST,TWO 0 FEE 0 P OUT 0 / A 0 •� Oo d ! ! COVER _ H WITHSTAND H 0 LOA DING D o W I HS — X T0, 8E LAID LEVEL. o 00 0 , BOX w q o 0 0 0 0 0 0❑ �� ..... . ,. UNLESS UNDER ... .. . .t w o . o �d . :. .. ... .. PLAN VIEW o E . • o o A T `^-b PREC S ,, o o PAVEMENT DRIVE OR M V A �0 RE 0 E BLE � _ o t� Q o o a N 0 o A AY WHEREIN _ NORMAL'WATER,LEVEL COVER w 3/4 TO I I/2 Q � TRAVELED W o -2 LOADING SHALL __� DOUBLE LEACHING PIT o H 0 e LE C 3.67 / a . / APPLY. c� WASHED p� W n ❑ Q o 0 1 w v Z u. STONE ... PROVIDE r„ .. . • ......., ......... B w Ines 1 T T • no f o N TEE LE ATERTIGHT W w �� •� , �. O t7 C7 D O O O 0❑ 0 -JOINTS(t ) 1'. YR R Oo .. n I. 1 / PRECAST 1 0 MIN. OUTLET` 8 1 9EE I PT SE IC T i NO E 2 1 / Q o G❑ T ❑ C7 Q r T EE' ID P N - .. LIOU DE 4 I i IN T , �o - LE _ a .TANK � _ n r I .• 1 4 T T }114� OU LE 1 . I 0-41 �_ . rr / / D 3 ,. BOTTOM ON oQ "v o� �� DIA oa .BOTTOM ON LEVEL STABLE BASE O, _ .o •, � u oo LEVEL STABLE � ' o— _ � CROSS-SECTION 1;,/1 /5 .BASE L Vt PLAN CROSS-SECTION VIEW L VIE CROSS -SECTION REVISIONS: AT NO. " DATE I z - 3�' G !� r [� ark� A % I-9c e / a+-c No fti — b curs. va »te 3 z - 23 12 c fi to w cor•tc� � � r C..:r. 4 N RAL. T GE E NO ES: I. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE ' DISPOSAL FACILITY ONLY. TH 2 M ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. TIT AL D.E. Q.E. LE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. CONSTRUCTION NOTES`. The BSC Group Cape Cod Survey Consultants . 3261 Main Street Route 6A Barnstable Village MA 02630 617 362 8133 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN . LOT 14, ATTUCKS WAY INDEPENDENCE PARK PREPARED FOR: SOFTWARE 2000.INC. DATE: spTaT> _I� , 1986 COMP/DESIGN: ! f,IgW CHECK: DRAWN: FIELD. FILE NO: DWG. NO: 1186- z SHEET. .OF JOB NO: f 706.01 I r _ _ _ . _.u.. a K—. __ _.... m. SOIL TEST PIT DATA: INDICATES INDICATES SEPTIC TANK DETAIL- 2000 GALLONS DISTRIBUTION BOX DETAIL: �' �° `°W�r�,G LEACHING PIT DETAIL: -- PERC. y- OBSERVED NOT TO SCALE NOT TO SCALE _ ����n�srv� G� J� r NOT TO SCALE P— 5 4 9 6 TEST GROUNDWATER NOTES: 1. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON OR '� LOAM 8, SEED NO. OF OUTLETS: 9 MANHOLE COVER TP#� TP TPA?, TP----3D OR PAVEMENT REINFORCED CONCRETE. SCHEO: 40 PVC. TEES TO BE CENTERED UNDER I BROUGHT TO FINISH GRADE GRD" EL. 59 6 GRD. EL. GIRD. EL. r,�9.0 GRD. EL. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING MANHOLE COVER. GW. EL. GW. EL. GW. EL.,—&-` GW. EL. UNLESS UNDER PAVEMENT, DRIVES OR TRAVELED WAYS WHEREIN H-20 LOADING e 7,000 L, o A-1 Sa135oIL 18u 58.1 1�'1eoe�,rt S<iuVE3� CO,AiIZ GRAVEL-- Srr�Nt,rit=� he i:L 10� STri�T, F I � is S h� tit D AC)' G, NTf is �o L SHALL APPLY. 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER 3�r1 CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH GRADE 12• MIN. COVER y 7 NOTES '- I. 'DIST. BOX TO WITHSTAND H-10 LOADING 2 MIN. OF 1/8' i UNLESS UNDER PAVEMENT, DRIVES OR TRAVELED WAYS WHEREIN H-20 LOADING TO1/2' _ 12°MIN. FILL STONE SHALL APPLY. 2. PROVIDE INLET TEE �V� 0 OR BAFFLE WHERE SLOPE OF INLET PIPE EXCEEDS 0.08 FT/FT. OR IN PVC INLET o �o o oDU � PUMPED SYSTEM. j ",Ole O ' ❑ o o �j b o >= o 0 0 0❑ �° ° NOTE: 3. FIRST TWO FEET OF PIPE OUT OF DIST z / °o p ° j��a LEACHING PIT TO r IBOX TO BE LAID LEVEL. a o ADD o� WITHSTAND H-10 LOADING PLAN VIEW w �� o o UNLESS UNDER •NORMAL WATER BEVEL • REMOVEABLE� PRECAST 0b obi PAVEMENT, DRIVE OR COVER w 3/4 TO 1-1/2. ❑ C3 o o Q Q o 00 � r _ - - - - - - - - - - - - - - - - - -1 DOUBLE LEACHING PIT o TRAVELED WAY WHEREIN I- 3 (0% o H-20 LOADING SHALL 24 I I / PROVIDE ► ...: ►. , ` WASHED ❑ Q Q o Q o n ❑ Q APPLY. LL' STONE 0g INLET TEE WATERTIGHT (no finest PRECAST 1,. Sr�/ JOINTS(typ) 1 _ 4'-0�� MIN. OUTLET70 .I DO _ SEPTIC _ j �� rr 4 INLET - 1 ! 9EE �- " I�ii i` �c a ❑ Q O Q I:, 6 LIQUID DEPTH TEE '' •� NOTE 2 ' jL�1 4 OUTLET I S '4.: 04,a L_- I; 3, 6;DIA � 3� :. '' ; .. • :.. '.: <. n : ' o , . ,' .► a .. : •► -BOTTOM ON 1 a-oo BOTTOM ON LEVEL STABLE BA9E !'� v� a'o u o� LEVEL STABLE Z DIA• — o ''V3j r � //// /L CROSS-SECTION BASE PLAN VIEW CROSS-SECTION VIEW CROSS-SECTION /ter % DATE: DATE: DATE: DATE: - r>11,Y 1 , ►� ,Q I, 19P. DESIGN CRITERIA: b�.,�� �, s9 y r INVERT ELEVATIONS: �,��� r�wY �: rv.�! j /®� G C,:,. /�Y (/G« r^ / u �) C_ C L..11. <�.,. r.l •r .f'T r,`�l G «l r/d `« ... Lirr % r / y :"` J y s/f c.� r . i r r ;� .fte^; .Cc' of F-» TEST BY: TEST BY: TEST BY: TEST BY: f /A-r.//-/r c�.,i/i</ ,: Ac /,` //l r,00, s.[\,w►�sota .G,1,t.. .,� DESIGN FLOW: INVERT AT BUILDING WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: _ (1) An on -site sewage disposal plan designed by a professional engineer must be approved _ /=''p ��* ��� �a �� »�� — INVERT AT SEPTIC TANK (in) ,/�1 —�- 100 G.P.D. by the Board prior to any addition. I T ////c)'I�`/# A% INVERT AT SEPTIC TANK(Out) 49.02 PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: --�'� �' b b �� cU ��-~ (?) The desidnina engineer must be present on site to supervise construction of the ,_MIN./INCH MIN:/INCH MIN./INCH MIN./INCH on -site sewage disposal system, if approved, and certify in writing to the Board INVERT AT DIST. BOX(in) �•�? that his design has been strictly adhered to. INVERT AT DIST. BOX(Out) 45• 0 REQUIRED SEPTIC TANK: (3) The operation is restricted to a total of 45 employees - working only one shift eight INVERT AT LEACHING PIT�?� DATUM, (8) hours a day or a combined total of 360 total work hours per day for the entire BOTTOM OF LEACHING PIT _q,l 9D� X /Sa �� _ 3 Q GAL. operation. VERTICAL DATUM: N.G.V.D. SEPTIC TANK PROVIDED: _ 2ca GAL. pro�r=�� T .� , U.S.GS. MAXIMUM GROUND `7/_iy/ne✓�« Ge� oit (.�err..rlj�r /7, I9e.6 9eY, �l�iAr //r, ..,.+ 6,Z, . - /soc> E,�,jt,,, ,J WATER ELEVATION yt^+ CaC� �s/+C /%er3r' e'c! rcf�r l7fJ+).� SIZE OF LEACHING FACILITY REQUIRED: _ `� OBSERVED GROUNDWATER BENCH MARK USED: Massachusetts Geodetic Survey BM M28PL , DESKIiN PERC. RATE 2 MNJNCH (3) The operation is restricted "to a'total of sixty (60) employees E L E V .--5 0. 4 6 N . G . V . D. working one shift eight (8) hours a day or a combined 480 E L E VAT 10 N total work hours per day for the entire operation. Once connected to Lpublic sewer there will be no restrictions on I aP501L. veSCEIL_ lol,S �JTr2,\T1 F'1 Ep 5r\Nt? t 57,0 tNroI"'rto S6NO No c v/Io A,c4.1 ST//VGE/�T/C 2, fir_ /.::rU/ f t.'t''^1T it OFt /G!_' rt�G 707/ SF x. 7-- GPDI1000 -F = -S-aO GI=0 ��.NTIC TrG 1 OX 1 O/� 7JIS" 7-a,11y �" e�,y i-ci c i r y v� �: x/,� r/ n,�C=� � ✓,�: r� � �/ <. � ,, � , � fi: � � �- 1 � o v cJ r. I I c� �, -hz:, �� 1. C, � t c i ro -�` c.�e,-h' �ictc4. III 2 TT(L7X�s,lo?} 7- L CnF' /5r- 17 P. (3 Y, 44 S Da�" ,vi ����Z( I,U C.G/�/ 1-`) �FS.� X lrri = 78,5'14 Gfv e_.?7 (,PtD Tl•It� L;) ` 11f"iC> 5YUL:- L) Te Tc ,,*ANaL�; PROFESSIONAL ENGINEER -CIVIL DATE SITE OF LEACHING FACILITY PROVIDED: xt,�'Tlklc StFf'Icc. S-rk;�m P IT w1e.` 5TDKN = S .Z -�r P!a -7Z>7Wc H,�crr = /447 l3i�L7 the number of employees. it become avaiable within800 feet of the project site as stated in your letter dated December 1, 1986. DESIGN CRITERIA PRoP°S vnRIE� PRECATT I PRECAST CATCH BASIN LEACHING PIT HEAVY DUTY HEA'IY DUTY FPAVE CAPE COD NaNHOt.E COVER AND GRATE BEPM -� TO FINISH GRADE FPAuE TO SET IN 1J RING! FULL BED CF MCNTAR — _ OR BRICK 1N MORTAR r WORTPRECAST 24� -E CONICAL SECTION SQUA ALL J�n f I DIA - f EASTONE FILTER F y n I2"CNPII.EVELI +TO OTHER PRECAsr RtsER i f p+ .`� C .LEACHING PIT SECTIOK9 REQUIRED I • �cJ - AS + ,4.0* UN m Qp -GAS WEEPHOLE9 3r ThAP ./ CLEA (TYP.1 OUT 11/2' CRUSHED STONE NOTES: L TRUCTUREg TO BE DESIGNED -OR ' .0 LOADING. COVERS 5 GRATE LA .Y EIE ADJUSTED g } TO FINISH GNAP W TN PRICK LEVELINGCouNsE3. SUBSURFACE DRAINAGE DETAIL NOT TO SCALE - cE.neuT Y-�oeTaq - CONTtNVONS WELD - - AL F+t PQ ELgow 0 C pTGN BwS, , WALL, CATCH 6ASlN i QAP C) /V i • f1DDITION DESIGN FLOW: 11,�}T C-5 5F" x-7`'Gpokcoo c, � 8(oC G.P.D. �k GI�ovS Fl_C1Gr< t1,�.�.A REQUIRED SEPTIC TANK: TANK: 14/0 I c 10 GAL. SEPTIC TANK PROVIDED: _ -C*jt00 GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC. RATE: MINJNCH SIZE OF LEACHING FACILITY PROVIDED: Z 4' P I-rs w/3 / �-m—je SIUEs.eavY_ _ 138 _-:346 C PI7 ,c3o T7zt frl //.3 5110-Ir x /•a GPD1.5r- '- //3 GPD 1S9 C PD X X �502 ,srG 9/e GPD DEQE File No. SE 3-1501 ,An Order of Conditions was issued by the Barnstable Conservation Commission on December 2, 1986 REVISIONS: NO DATE Cn Y�. 4l f:C:\ i.k ( 1.I i.. Y3 �, 1 ►Y 4;'i Fus..,,� :+ A vk4 lv °kc:+a l "a tc r3 Iz-Z'3'$b i2��,sc VGrrc,r,4C Co.,eS�ieorMS, f 1rlora c�Ic.S„ GENERAL NOTES: I. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2- ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. D.E.O.E. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR.EQUAL. CONSTRUCTION NOTES: [6TheBSCC Group 40 Cape Cod Survey Consultants 3261 Main Street Route 6A Barnstable Village MA 02630 617 362 8133 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM. DESIGN LOT 14 ATTUCKS WAY INDEPENDENCE PARK PREPARED FOR: SOFTWARE 2000 INC. DATE.- a rP,� YY�tj L: Y, i 6, I y 8 6 COMP/DESIGN: Sf1VV CHECK: D RAW N : sir r-v FIELD. FILE NO: DING. NO: 1186- E SHEET OF ? JOB NO. 1706,01